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Home My WebLink AboutR-412215N CV 1 O 1 r) LU SA SLIDE RON ]' I %. 95% COMPACTION PIT" MNUB C%9E0 ROOK URI1 1/2' NAIIK MATERIAL AND WEE 41NGMAXAfED By GRMG PIX[CWPPCTW Cp W FOK IT. AN PDT cWPAc1MR O ANSIIt INA GRAVE PPPRWAI TEST REWIRED s/r MINDSACITANNED I 6" N%. I cN ON WILS MGIXEENNI AN CEMPACTON I TIM R NATURAL MAL NEmED ) I USAGE ABOVE NOTES: 1. BEDDING REQUIRED N PopIT-OFF-WAYS, DRVEWAYS. PARKING LOTS, PAVED AREAS, AND NON -PALED AREAS 2, BEDDING FOR RIGID PIPE SHALL BE NATIVE MAI E VN= JUDGED UNSUTABLE BY THE DISTRICT AND GOVERNING ROAD AGENCY. 3 WENCH DAC(EILL, BEDDING AND 24 MATERIAL TO CONFORM TO GOVERNING ROAD AGENCY SPECIFICATIONS ROD DISTRICT STANDARDS O A.� TYPICAL TRENCH DETAIL Sae "':AY„ 2011 ML .IX N. MAE M'. M CICd PROVISION SIMD N DRS\s-2B DOE NO. $.'j,B. REDEEM TneHWwmxa Iw INCHES) x ApN NXIWY NNYW E EARTH 4NMW DIXEIER 2 IB 21 ]6 s Ie r x 16 r x 31 20 ]6 0 2+ M I2 2B 2B 0 TYP. TRENCH DETAIL C6.4 NTS i FUTURE MEN IMPROVEMENT IN REQUESTED PUBLIC RIGPLDF=NAY BT O VIER 1-1/4" UE n MPE FORCE LLINSEANCE E 1. INSTALL 10-0>U6E II COPPER TRACER ME ALONG MP OF 6' GRAVITY BEN9t CERNCE UNIX AND HOPE FORCE MAN BRVICE LINE MM WARNING TAPE MARKED "SEMR' 12' RATE SERVICE UNE MAUR ARE SHALL EXTENT FROM 6" REM AT RIdIT-W-WAY LINE TEE T° GRINDER PUMP. TRACER WIRE SHALL TERMINATE AT GRIWER PLAN LID VMW 24' OF LIMA CDR. 2. ME LOCATKKI M ME SETTLE STEVENS TFRNINAWAN Wi B MMKm BY ME CONTRACTOR NYM 4" TNBER EX1ENOm NORMALLY TRW ME PLUG END TO A MINIMUM OF 12' ABOME WE GROUND SURFACE. A 12-GAUGE GALVANIZE ME SHALL BE ATTACHED TO ME TMBER WON END TO flC, NEITHER ME ARE NOR ME 2'x4' SHML B SECURED OR ATTACHM TO ME NEVER PIPE OR FI ME EXPOSED PORTION OF ME rW WAUL BE PPE-PAINBD TRAFFIC Tx ME MORDS'MEMOG PUMP BM£R OENIECTI STENcnzO W MYTH BLACK PANT. THEE ENO CK ME 2'M' WALL BE FIRE -MARKET IN PERMANENT INK ATH ME LENGTH OF THE TIMBER IrvsTALLED. ]. 6" TEE AT PROPERTY VNE x 0' uJ CAP AND TAPED 1-1/4" NPT. ("oGRINDER PUMP SERVICE LINE FOR PVC OR DI GRAVITY SEWER MAIN IN PUBLIC R.O.W. 0 TYP. HOUSE CONN. FOR GRAY. SEWER TINE6.4 NTS coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 coterraeng i neeri ng.com To 1, T REQUIRRICA ED SEW LARM, m 04 L 8' p N. ORGANIC RCP ERKCC COMPACTOR �' sA�1'- {!II3"1- ^ 1/MINUSrVMINUS�mRCLN ULV APPN NM]ARMS DISTRICT LMWEEKPNXrtn1zLEwYReoP aM .K,NI IEi S YIRCN9E0 6' I I 2MiR u°Lrz%u 9 YJLR Gg1EERHG—'ice [6 v\1PPCIIW ° DETAIL NEEDEDNEEDEDI I TIME ceoA NOTES: 1, BEDDING REWIRED IN RIGHT-OF-WAYS, DRIVEWAYS, PARKING DOTE, PgKD MEAS. AND NON -PAYED ARRAS. 3. REDOING fCF RIGID PIPE SHA BE NAIVE MAIERIPI UNLESS JUGGED UNSUITABLE BY ME DISTRICT AND PERMITTING AGENCY. & TRENCH BACKRLL BEDDING AND MATERIAL TO CONFORM t0 PERMITTING AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TYPICAL TRENCH DETAIL N (OUTSIDE ROADWAY) wssxR DTls DWO.No. 5-25 0 TYP. TRENCH DETAIL C6.4 NTS i FUTURE MEN IMPROVEMENT IN REQUESTED PUBLIC RIGPLDF=NAY BT O VIER 1-1/4" UE n MPE FORCE LLINSEANCE E 1. INSTALL 10-0>U6E II COPPER TRACER ME ALONG MP OF 6' GRAVITY BEN9t CERNCE UNIX AND HOPE FORCE MAN BRVICE LINE MM WARNING TAPE MARKED "SEMR' 12' RATE SERVICE UNE MAUR ARE SHALL EXTENT FROM 6" REM AT RIdIT-W-WAY LINE TEE T° GRINDER PUMP. TRACER WIRE SHALL TERMINATE AT GRIWER PLAN LID VMW 24' OF LIMA CDR. 2. ME LOCATKKI M ME SETTLE STEVENS TFRNINAWAN Wi B MMKm BY ME CONTRACTOR NYM 4" TNBER EX1ENOm NORMALLY TRW ME PLUG END TO A MINIMUM OF 12' ABOME WE GROUND SURFACE. A 12-GAUGE GALVANIZE ME SHALL BE ATTACHED TO ME TMBER WON END TO flC, NEITHER ME ARE NOR ME 2'x4' SHML B SECURED OR ATTACHM TO ME NEVER PIPE OR FI ME EXPOSED PORTION OF ME rW WAUL BE PPE-PAINBD TRAFFIC Tx ME MORDS'MEMOG PUMP BM£R OENIECTI STENcnzO W MYTH BLACK PANT. THEE ENO CK ME 2'M' WALL BE FIRE -MARKET IN PERMANENT INK ATH ME LENGTH OF THE TIMBER IrvsTALLED. ]. 6" TEE AT PROPERTY VNE x 0' uJ CAP AND TAPED 1-1/4" NPT. ("oGRINDER PUMP SERVICE LINE FOR PVC OR DI GRAVITY SEWER MAIN IN PUBLIC R.O.W. 0 TYP. HOUSE CONN. FOR GRAY. SEWER TINE6.4 NTS coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 coterraeng i neeri ng.com To 1, T REQUIRRICA ED SEW LARM, m 04 L 8' p N. ORGANIC RCP ERKCC COMPACTOR �' sA�1'- {!II3"1- ^ 1/MINUSrVMINUS�mRCLN ULV APPN NM]ARMS DISTRICT LMWEEKPNXrtn1zLEwYReoP aM .K,NI IEi S YIRCN9E0 6' I I 2MiR u°Lrz%u 9 YJLR Gg1EERHG—'ice [6 v\1PPCIIW ° DETAIL NEEDEDNEEDEDI I TIME ceoA NOTES: 1, BEDDING REWIRED IN RIGHT-OF-WAYS, DRIVEWAYS, PARKING DOTE, PgKD MEAS. AND NON -PAYED ARRAS. 3. REDOING fCF RIGID PIPE SHA BE NAIVE MAIERIPI UNLESS JUGGED UNSUITABLE BY ME DISTRICT AND PERMITTING AGENCY. & TRENCH BACKRLL BEDDING AND MATERIAL TO CONFORM t0 PERMITTING AGENCY SPECIFICATIONS AND DISTRICT STANDARDS. TYPICAL TRENCH DETAIL N (OUTSIDE ROADWAY) wssxR DTls DWO.No. 5-25 %cx2s)YYMWxw36sfi ME z TYP. TRENCH DETAIL (OUiSDE ROAD) C6.4 NTS PLAN • Ld%I COMER G wxsw r WrM. Y-102 e' 9ELEEYO R PoCfEi I %'-Il X.0 sPXEi XO SCPEW IW mX6URGE XN'x S RAWL MS FICA 11"x8" LOCKING CLEANOUT i1W 6 RAVE Wsi BE Yld P RYYA ABON NWICPL C[YPRESL[N E FwG Nm Iv PVL PM ELEVATION SURFACE CLEAN OUT (SIDE SEWER STUB) 3 SURFACE CLEANOUT (SIDE SEWER STUB) C6.4 NTS SODS CREEK SANITARY SEWER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE 5005 CREEK WATER &SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL ANO/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVLOPER/CONTRACTOR AND ALL EXISTING UTILBIES SHALL BE LOCATED. 4, FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/COMRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFlCAPONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDIDON TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDE A WORK SKETCH OF INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOED HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7, ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9, THE DEVELOPER/CONTRACOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE APRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVLOPER/COMRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 11. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (1W0 REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 14. EXISTING MANHOLE N0. _SHALL BE CORED -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FORM THE NEW SEWER. N0. REVISION BY I DATE I APPR 2RECKED PA OWNED & MANTAINED � OWNED At MAINTAINED BY LOT OWNER BY $EWER gSTRICi I D'(rm.) DISTANCE vaREs (PLAT UTILITY EASEMENT) couupu unutt sloEwuX p£�wu TELNGBSPEIC) /j CURB „ I STREET SURFACEW � INSTAILA. In s6' 6"i5i 8'CAP h I EE W/PWC O / PROPERTY LINE 2f MIN. SLNE 20Dq MAX gOPE S. PVC BETTER NOTE : SERgCE PIPE CEYELWER/CONmACTCR MAY TING, TEE EXTEND SNB SERVGE DUPING (TYPICAL) SEWER MAIN CONSTRUCTION. 0' YV.£li MAIN (i191CN) ELEVATION STUB SERVICE CONSTRUCTION DETAIL MAY 1, ""°°�"" ,�,L WE3N, M.:vwos cmEK AM EA%x sTMMRO vTs-. DING. NO. S-0 STUB SERVICE DETAIL C6.4 NTSrw R-412215 INCOMPLIANCE WITH CITY OF RENTON STANDARDS _ = a a DEVELOPMENT ENGINEERING � Msl ppo 06/03/2020 Z O r-zo' "'_°" "°'��" CITY OF LA FORTUNA PH III °"Moz/1s/zo < ' RENTON 17210-17324 127TH STREET, RENTON, WA X K _ DA7UM (i PDDDID13/BoaafiDy/PpbRG wDFR6 Deft. SODS CREEK SEWER DETAILS (FOR REFERENCE ONLY) ;NG -NO C6.4 _ I PAT 75 OF99